Stress and deformation analysis of tapered cantilever castellated beam using numerical method

7th AIC‐ICMR on Sciences and Engineering 2017

自然科学;工业技术

Maulana, Taufiq Ilham^1 ; Soebandono, Bagus^1 ; Jagad, Beta Satria^1 ; Prayuda, Hakas^1

Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Yogyakarta, Lingkar Selatan Street, Bantul, Yogyakarta

55183, Indonesia^1

关键词: Castellated beam;    Fixed supports;    Linear finite element analysis;    Solid elements;    Space between;    Static loading;    Stress and deformation;    Von Misses stress;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/352/1/012029/pdf
DOI  :  10.1088/1757-899X/352/1/012029

来源: IOP

【 摘 要 】

The castellated beam is often used in buildings because of its lighter weight compared with a normal steel beam. There are many types of an opening in the castellated beam, one of which is hexagonal openings. This paper will discuss the analysis of stress and deformation on castellated beam with a variation of openings diameter, space between holes, and angle of hexagonal openings. Furthermore, stress distribution on specimen will be seen under static loading. This study used IWF section 150x75x5x7 with 4 variations of the span with one fixed support, and yield strength is 400 MPa. Linear finite element analysis is used with 10-node tetrahedron solid element, by observing von Misses stress. The software used in this study are freeware, which is LISAFEA 8.0 for analyzing and FreeCAD for drawing. The result shows that value of stress and deformation for each sample is quite volatile, but it can be concluded that stress distribution around the opening is larger than in web and flange.